RESEARCH ON MODELING TECHNIQUES OF 3D PRINTING CONCRETE

WU Lei; YANG Chaoyi; WAN Zhiming

doi:10.13204/j.gyjzG20052511

Volume 50 Issue 8

Oct. 2020

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Jiang Ying, Han Linhai. FINITE ELEMENT ANALYSIS ON THE TEMPERATURE FIELD OF CONCRETE FILLED STEEL TUBULAR COLUMN-BEAM JOINTS IN FIRE[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(4): 22-27. doi: 10.13204/j.gyjz200904006

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WU Lei, YANG Chaoyi, WAN Zhiming. RESEARCH ON MODELING TECHNIQUES OF 3D PRINTING CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(8): 22-26,171. doi: 10.13204/j.gyjzG20052511

Citation:

WU Lei, YANG Chaoyi, WAN Zhiming. RESEARCH ON MODELING TECHNIQUES OF 3D PRINTING CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(8): 22-26,171. doi: 10.13204/j.gyjzG20052511

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RESEARCH ON MODELING TECHNIQUES OF 3D PRINTING CONCRETE

doi: 10.13204/j.gyjzG20052511

School of Civil Engineering, Southeast University, Nanjing 210096, China

Received Date: 2020-05-25

Abstract

Abstract

3D concrete printing is quite different from 3D printing with other materials, printing the concrete modeling is under the influence of the molding process parameters and quality parameters. In order to put forward a modeling method that is suitable for concrete printing, the paper first discussed the steps of 3D printing modeling, then four factors that affect the modeling were studied, which indude print heads speed, discharging speed, lifting height and width of the lap joint, using the method of control variables, the paper explored the influence of each variable on concrele printing, so as to determine the optimal variable. The resules showed that when the traveling speed of printing head was about 30 mm/s, the rotation speed of screw was between 0.9~1.1 r/s, the width of concrete lap joint was more than 5 mm and the layer thickness was 13 mm, the overall deformation of printed concrete was very small, the width of printing lines was relatively ideal, and the modeling quality was high. Therefore, in the modeling process, the influence of process parameters on the modeling should be considered, which could greatly improve the molding quality of 3D printed concrete.
- concrete structures,
- 3D printing,
- three-dimensional modeling,
- model optimization

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References(11)

References

卢秉恒,李涤尘.增材制造(3D打印)技术发展[J]. 机械制造与自动化,2013,42(4):1-4.

杜宇雷, 孙菲菲, 原光,等. 3D打印材料的发展现状[J]. 徐州工程学院学报(自然科学版), 2014, 29(1

):20-24.

克里斯·安德森.创客[M]. 北京:中信出版社,2012.

罗毅.3D打印建筑的应用与发展前景[J].深圳职业技术学院学报,2020,19(1):34-39.

刘致远.3D打印水泥基材料流变性能调控及力学性能表征[D]. 北京:中国建筑材料科学研究总院有限公司,2019.

LE T T, AUSTIN S A, LIM S, et al. Thorpe, "Hardened Properties of High-Performance Printing Concrete"[J]. Cement and Concrete Research, 2012,42:558-566.

朱彬荣,潘金龙,周震鑫,等.3D打印技术应用于大尺度建筑的研究进展[J].材料导报,2018,32(23):4150-4159.

罗文煜. 3D打印模型的数据转换和切片后处理技术分析[D]. 南京:南京师范大学, 2015.

周玲. 基于参数化技术的数字城市三维建模方法[D]. 杭州:浙江大学, 2013.

周满元, 习俊通, 严隽琪. 快速成型中基于STEP的直接分层算法[J]. 上海交通大学学报, 2003, 37(5):737-740.

王静亚, 方亮, 郝敬宾. STL模型特征面片自适应分层算法[J]. 计算机应用研究, 2011, 28(6):2361-2364.

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